Understanding Fixed End Moments in Beams: AE vs EA

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SUMMARY

The discussion focuses on the fixed end moments AE and EA in beam analysis, emphasizing the importance of sign conventions in calculating moments. The author clarifies that while the fixed moment AE is calculated as +10 kNm (anticlockwise), the fixed moment EA should not simply be assumed to be -10 kNm due to differing sign conventions. The right-hand rule is highlighted as a critical tool for determining moment direction, with a consistent application of clockwise as positive recommended for clarity in bending moment diagrams. The conversation underscores the necessity of maintaining a consistent sign convention throughout the analysis to avoid errors.

PREREQUISITES
  • Understanding of fixed end moments in structural analysis
  • Familiarity with the right-hand rule for moment direction
  • Knowledge of bending moment diagrams
  • Basic principles of equilibrium in beam mechanics
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  • Study the derivation of fixed end moments in beams using different loading conditions
  • Learn about sign conventions in structural analysis and their implications
  • Explore the use of software tools for beam analysis, such as SAP2000 or STAAD.Pro
  • Review case studies on common mistakes in moment calculations and how to avoid them
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Structural engineers, civil engineering students, and anyone involved in beam analysis and design will benefit from this discussion, particularly those seeking to understand fixed end moments and their calculations.

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Homework Statement


I don't understand the fixed end moment AE and also fixed end moment EA ? shouldn't they be the same ?

Homework Equations

The Attempt at a Solution


For the fixed moment AE / fixed moment EA , shouldn't it = -10(2) +5(2) = -10 , for fixed end moment , we always assume clockwise as positive and anticlockwise as negative , right ?
 

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If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
 
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scottdave said:
If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
So , in this example , the auhthor chose that the anticlockwise moment as positive ?
So , the author's working of Fixed moment AE 10(2) -5(2) = 10 kNm , the 10kNm is anticlockwise moment ?then , why shouldn't the fixed moment EA = -10kNm ?
 
scottdave said:
If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
In this thread
https://www.physicsforums.com/threads/moments-sign-convention-in-beam.910959/page-2 , ( post#29)
@PhanthomJay stated that we can choose either clockwise or anticlockwise as positive ?

But , when we draw the bending moment diagram , we must always keep clockwise as positive ...So , that's why the -10kNm ( antoiclockwise moment ) has negative value in the bending moment diagram ?
 
So as long as your convention (right hand/ left hand) is consistent throughout, then you should be OK. The 5 kN pointing up from the left side of the pivot does create clockwise. The 10 kN/m pointing down on the left side creates anticlockwise. This creates a larger value moment so the anticlockwise wins.
 
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There are lots of ways to go wrong with the minus sign. I urge you to use clockwise moments as plus when determining unknown reactions. And to assume the unknown moment reactions as clockwise .When you solve for it , and if it comes out minus, then it is actually anticlockwise.
In your example, I would write the equation as 5(2) - (10)(2)(1) + MAE = 0. Solve MAE = +10, clockwise.
 
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